SW8020612_Historical File_20020816

OF WATF�
r
o
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 16, 2002
Commander Steve Scanlan, Public Works Officer
Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28547
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
Subject: Permit No. SW8 020612
BEQ FrenclA Creek
N62470-00-C-0160
High Density Stormwater Project
Dear Cdr. Scanlan: Onslow County _
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for BEQ French$ Creek on August 8, 2002. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 020612
dated August 16, 2002, for the construction of BEQ Frerichs Creek.
This permit shall be effective from the date of issuance until August 16, 2012, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAAPERMIT\020612.AUG
cc: Gordon McAdams, P.E.
Onslow County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

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State Stormwater Management Systems t '
Permit No. SW8 020612
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Marine Corps Base
BEQ Frenchs Creek, N62470-00-C-0160
Onslow County
F&JA ► M
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules'D and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until August 16, 2012, and shall be
subject to the following specified conditions and limitations:
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 237,549 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
4. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 020612
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
BEQ Frenchs Creek N62470-00-C-0160
Permit Number:
SW8 020612
--Location:
Onslow County
Applicant:
Commander Steve Scanlan
Public Works Officer
Mailing Address:
Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28547
Application Date:
August 8, 2002
Receiving Stream/River Basin/Index #:
White Oak / Frenchs Creek / 19-24
Classification of Water Body:
"SC NSW"
Design Storm:
III
Pond Depth, feet:
5
Drainage Area, acres:
19.7
Total Impervious Surfaces, ft2:
237,549
Offsite Area entering Pond, ft2:
none, per Engineer
Permanent Pool Elevation, FMSL:
14.7
Required Surface Area, fF:
16,628
Provided Surface Area, fiZ:
25,362
Required Storage Volume, ft3:
30,347
Provided Storage Volume, ft3:
32,141
Temporary Storage Elevation, FMSL:
20.9
Controlling Orifice:
2.5" cp pipe
3

}
State Stormwater Management Systems' t
Permit No. SW8 020612
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
4

State Stormwater Management Systems
Permit No. SW8 020612
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
11. The permittee shall keep records of the total project boundary permitted with this project.
Prior to the use of any of portion of the property as project area for another project, the
permittee shall submit a modification to the permit.
12. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
13. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
M. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved. Responsibility for compliance with all permit conditions remains with
the Permittee until such time as the Division approves the formal permit request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to, enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.

1
State Stormwater Management Systems
Permit No. SW8 020612
Permit issued this the 16th day of August, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., erector
Division of Water Quality
By Authority of the Environmental Management Commission
0

State Stormwater Management Systems
Permit No. SW8 020612
BEQ Frenchs Creek
N62470-00-C-0160
Stormwater Permit No. SW8 020612
Onslow County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems '
Permit No. SW8 020612
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built=upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located_per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
N.

OFFICE USE ONLY
Date Received
I Fee Paid
Permit Number
? 0 L
aca 3
t3 a a -a to
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State of North Carolina
Department of Environment and Natural Resources
Division of Water (duality .
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Commanding General USMC Base Camp Lei eune
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
commander Steve Scanlan, Public Works Officer
3. Mailing Address for person listed in item 2 above:
1005 Michael Road
City: Camp Lei eune State: NC Zip: 28547
Telephone Number: ( 910 ) 451-2213
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Bachelor Enlisted Quarters - French Creek
NO04*10-00-C-01690
5. Location of Project (street address):
Gonzalez Blvd.
City: Jarkscnvi.11e County:Onslow
6. Directions to project (from nearest major intersection):From intersection of HWY 210 & 172 take
172 to Marine Corps Base Camp Lejeune, North Carolina. Continue along
172 and turn 1 Pfi- at-- marines s Road 'Thorn left onto Sneads Ferry Road Turn left
at Main Service Road. Turn left onto Gonzalez Blvd. Site is on the right.
7. Latitude: N 340-38' -42, 2" Longitude: W 77°-19' -55.51' of project
8. Contact person who can answer questions about the project:
Name: Gordon R. McAdams 10, E. Telephone Number. ( 910 ) 455=2414
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major: X . Sedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater Will be cull r t-prl on Si tP anti pi ped to a Set detenti on bassi n
2. Stormwater runoff from this project drains to the Whig nak River basin.
3. Total Project Area: 12 - 7 acres 4. Project Built Upon Area: 42 8 %
S. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Receiving Stream Class
SC NSW
Drainage Area
Existing Impervious* Area
0
Proposed Impervious *Area
5.45 A
% Impervious* Area (total)
42.8 %
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
30,344 OF
On -site Streets
On -site Parking
On -site Sidewalks
22.2Q2 SF_
Other on -site
Off -site
Total: 237,549 SF
I Total:
* Impervious area is defined as the built upon area inclurnng, but not limited to, buildings, roads, parking areas,
sidewalks, gavel areas, etc.
or
5.45 AC.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale.of any lot. If lot sizes vary, significantly, a table
listing each lot number,size andthe allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than N/A square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface ofswhnming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item
I .
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP �6
• Permit application processing fee of $420 (payable to NCDENRI
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Parker R Associai-QG
Mailing Address:_ P-o- in7x 976, .306 New Brielm Street
City. ,7aclasonvi 11e State: Nr Zip: 28541
Phone: ( 910 ) 455-2414
VIIT. APPLICANT'S CERTIFICATION
Fax: ( 910 ) 455-3441
I, (print or type name ofpersanIWMinGeneral lnformatton,item .2)Commander Steve Scanlan.
certify that the information included on this permit application form is; to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. -, Ilk,/ - _
Date: X9' 44Y 02
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. 5W 8 OZO&Z
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTIONBASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Bachelor Enlisted Ouarters French Creek .__
Contact Person: Gordon R . McAdams, P.E. Phone Number: (91 0 ) 4 5 5- 2 414
For projects with multiple basins, specify which basin this worksheet applies to: N/A
elevations
Basin Bottom Elevation 14.7 ft.
Permanent Pool Elevation 19.7 ft.
Temporary Pool Elevation 2 n _ 9 ft.
areas
Permanent Pool Surface Area 2 5, 3 6 2 sq. ft.
Drainage Area 12.72 ac.
Impervious Area 5 - 4 5 ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAi
Diameter of Orifice
Design Rainfall
Design TSS Removal z
87,764 cu. ft.
32,572 cu. ft.
17,139 cu. ft.
45%
2.5 in.
1.0 in.
90 %
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to S day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio forr permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
Gnu a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
G A b. The forebay volume is approximately equal to 20% of the basin volume.
6 n-, c. The temporary pool controls runoff from the design storm event.
C. Aft d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
6A^, f. The basin length to width ratio is greater than 3:1.
G,t"` g. The basin side slopes above the permanent pool are no steeper than 3:1.
62", h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Gnu`` i. Vegetative cover above the permanent pool elevation is specified.
G12 j. A trash rack or sixni ar device is provided for both the overflow and orifice.
N �a► k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way. 1;NTT/LLr SmrLF i.s OW"LF,3 C Y U,S, 60vtFAMM 6-1et-
Gn A% 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
6A--- m. A mechanism is specified which will drain the basin for maintenance or an emergency.
/oumf ou; 13 RsX"
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does FL does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 9 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the. wet detention basin systema for sediment accumulation, erosion, trash accumulation,
vegetated: cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.7
When the permanent pool depth reads 2.25
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 19.
Sediment Re oval El. 17 _ � ,J„ 75 0
----. -17 ---- - Sediment Removal Elevation 16.0
Bottom Ele ation b _ 7 "/o -------------------------------------
Bottom Elevation 14.7
FOREBAY MAIN POND
75%
25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenancc, the hushing of sediment through
the emergency drain shall be minimized to the maximum extent practi0al.
Form.SWU-102 Rev 3.99 Page 3 of

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print name: —Commander .Steve . Scanlan
Title: Public works Officer
Address: I005 Michael Road
Date: 2e ,*MY ©Z
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
I, ` gs -:s . \ -- (,, , a Notary Public for the State of
County of O nsko . do hereby certify that
personally appeared before me this AS day of �1 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires a-- ©�
Form SWU-102 Rev 3.99 Page 4 of 4

PARKER & ASSOCIATES, INC. rbapisng
xor;zo�s
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
UPS OVERNIGHT
Ms. Linda, Lewis
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Dear Ms. Lewis:
August 7, 2002
RECEIVED
AUG 0 8 2002
DWQ
PROJ O 5W8020(9IZ
Re: Stormwater Project No. SW8020612
French Creek BEQ
Camp Lejeune, Onslow County
In response to your review letter of August 6, 2002 we offer the following:
1. The permanent pool volume was recalculated and the Forebay size increased slightly to
the 20% rule. I have enclosed two copies of the Engineering Calculations and two copies
of Page 1 of the Wet Detention Basin Supplement.
2. The building square footage has been added to the Storm Drainage Area Delineation Plan.
Two copies are provided for your use.
3. The permanent pool dimensions and radii have been added to sheets C-101 and C-102.
Two copies of these plan sheets are enclosed.
We appreciate your prompt review of this project. If you need any additional information
please give me call.
Sincerely,
PARKER & ASSOCIATES, INC.
Gordon R. McAdams, P.E.
Enclosures
xc: Mr. Jimmy Wall, Caddell Construction Co.
CF(P)
GFM/gsk
c2:\grm\fchcrkbeq.1ewis8-7-02
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS + COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

BACHELOR ENLISTED QUARTERS
FRENCH CREEK
RECEIVEDCAMP LEJEUNE, NORTH CAROLINA
S T ORM WATER DETENTION POND •°
AUG 0 ZOOZ °
P.
DWQ ENGINEERING CALCULATIONS '
l L
PROD # SLOB OZQLR (Revised 08/07/IN ; � 14125 11
�o ' VG NE EQ: •' `'
P'•• , ° •' Q
1. AREA Off' ••.....• •PQ
' N R. Mc
�ffflffl,l•1f�\\�\
Total Area Draining to Pond from Buildings, Drives, and Parking Lot
(Including pond area) 12.72 Acres
Impervious Area:
Building, Drives & Parking
5.45 Acres
Percent Impervious _5.45
p =42.8% use45%
Total 12.72
2. PERMANENT POND SURFACE AREA
From Chart 4 - Appendix E from D.E.M. Report 87-05, for 45% impervious, 5.0 basin depth
without Vegetative Filter (90% TSS Removal)Yields SA/DA = 3.15%
12.72 acres x 3.15% = 0.4007 acres or 17,454 S.F. surface area required
Top of permanent pond elevation is 6.0 M or 19.7 FT.
Area at 19.7 FT. elevation = 25,362 S.F. provided
25,362 S.F. provided > 17,454 S.F. re uired
3. TEMPORARY DETENTION STORAGE VOLUME
Retain 1" of runoff from area draining to pond
Total Area = 12.72 Acres
Use Runoff Coefficient = 11.0 for Impervious Area and 0.4 for Pervious Area
Total Runoff = 1.0 IN. x ((5.45 AC. x 1.0) + (7.27 AC. x 0.4))

ENG-2
= 8.35 AC. -IN.
Find Temporary Storage Volume
8.35 AC. -IN. x-3,630 C.F. = 30,311 C.F. required
AC. -IN.. .
4. TEMPORARY DETENTION STORAGE VOLUME
Use 1.2 FT. Temporary Pool
Area at 19.7 FT. (6.0 M) elevation (permanent pond) = 25,362 S.F.
Area at 20.9 FT. (6.37 M) elevation (temporary pond) = 28,924 S.F
Average Area = 27,143 S.F.
Storage Vol. = 27,143 S.F. x 1.2 Height = 32,572 C.F. provided
32J72 C.F. provided > 30,311 C.F. required O.K.
5. RELIEVE TEMPORARY STORAGE VOLUME IN 2 TO 5 DAYS
(Use Volume Required)
Q = Cd A 2gh (orifice equation)
Q = 30,311 C.F. - 2 DAYS = 0.1754 CFS
Q = 30,311 C.F. - 5 DAYS = 0.0702 CFS
Cd = 0.60
g = 32.2 ft/sec
h = 0.6 average height
For 2 day release
Solve For A = Q = 0.1754 = 0.0470 S.F.
CD 2gh (0.6) 2(32.2)(0.6)

J
Solve for Orifice Diameter, D
..-A 0.0470 S.F=rIR2
R = 0.1224 ft. = 1.47 IN.
D = 2.94 IN.
For 5 day Release
Solve For A = Q =
CD 2gh
Solve for Orifice Diameter, D
A=0.0188SY=HRZ
R = 0.0774 ft. = 0.93 IN.
D = 1.86 IN.
Use 2.5 inch diameter orifice
0.0702 = 0.0188S.F.
(0.6) 2(32.2)(0.6)
ENG-3
6. SIZE INLET RISER PIPE AND OUTLET PIPE TO HANDLE 10 YR. 1 HR. STORM
A. Storm Flow
Q = CiA
A = 12.72 acres
C = 0.45
I = 2.88 in/hr - ten year, one hour
Q = 0.45 (2.88) 12.72 = 16.5 cfs

ENG-4
Inlet Riser Pipe
Water'height before topping pond
23.8 - 20.9 = 2.9
Q Cd A 2gh (orifice equation)
Cd = 0.6 (typical value)
H = 2.9
Q 16.5
2g = 64.5
Solve For A = Q = 16.5 = 2.0123S.F.
CD 2gh (0.6) 2(32.2)(2.9)
Solve for Riser Pipe Diameter, D
A=2.0123S.F=nRZ
R = 0.80 ft. = 9.6 IN.
D = 19.2 IN.
Use 1 - 24" Pipe
C. Outlet Pipe
1. Check Inlet Control
Use reference Chart 5, Bureau of Public Roads Jan. 1963
Setting invert of outlet pipe at 19.7 with Top of Pond at 23.8
Hw=23.8- 19.7=4.1
Assume 24" Diameter
Hw = 4.1 = 2.1
D 2.0
Entrance Type 1
From chart, Q = 27.5 CFS > 16.5 CFS O.K.
Use 1 - 24" pipe

ENG-5
7. 100 - `>'EAR FLOOD
Q CIA
Composite C = 0.45
Itoo = 4.15 in/hr for 1 hour duration flood
A =12.72 acres
Q = 0.45 (4.15) (12.72) = 23.8 CFS
Design to handle 100 yr flood through riser and outlet pipes prior to topping pond
Top of pond = 23.8
A. Riser Weir
Assume 24" pipe
Q=CdA V2gh.
H = 23.8 - 19.7 = 4.1
A = 7t R2 = TC (2.0/2)2 = 3.14 FT.Z
Cd = 0.6
Q = 0.6(3.14)y 2(3� 2.2)(4.1)
Q = 30.6 CFS > 23.8 CFS O.K.
B. Outlet Pine
Use Chart 5, Bureau of Public Roads, Jan. 1963
Hw = 23.8 - 19.7 = 4.1
Diameter — 24"
Hw = 4.1 = 2.1
D 2.0
From chart, Q = 27.5 CFS > 23.8 CFS O.K.
Riser and outlet pipes will handle 100 yr. Storm. No spillway required.

ENG-6
8. FOREBAY VOLUME
Forebay Volume. shall contain approximately 20% of the Total Basin volume. (Permanent
Pool Volume)
Find Permanent pool volume:
Main Basin Permanent Pool Area
Main Basin Bottom Area
Average Area
Main Basin Volume
Forebay Volume
Total Basin Volume
Forebay Volume provided:
c2Agrmlbach.cal
= 18,440 S.F.
= 9,810 S.F.
= (18,440 S.F. + 9,810 S.F.)/2
= 14,125 S.F.
= 14,125 S.F. x 5 Ft.
= 70,625 C.F.
= 17,139 C.F. (See Calculation Below)
= 70625 C.F. + 17,139 C.F.
=87,764 C.F.
Area at elevation 19.7 = 6,922 S.F.
Area at elevation 16.7 = 4.504 S.F.
Total = 11,426 S.F.
Average Area = 11,426 S.F./2 = 5,713 S.F.
Multiply by 3.0' height = 5713 x 3.0
Volume of forebay=17,139 C.F. provided
17,139 C.F./87,764 C.F. = 19.53 % O.K.

P. 1
* * * COMMUNICATION RESULT REPORT ( AUG. 6.2002
FILE MODE OPTION
339 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
R
ADDRESS (GROUP)
----------------
9-9104553441
3:IOPM )
TTI
RESULT
-------- -
OK
NCDENR WIRO
PAGE
------ -- P. 1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael R Easley, Governor
William G. Ross, Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E., Director
Division R Water Quality
Wilmington Regional Office
FAX COVER SHEET
Date: August 6, 2002
To: Gordon McAdams, P.E.
Company: Parker send Associates
FAX*: 910455-3441
DWQ Stormwater Project (dumber: SWS 020612
Project Name: DEQ Frenehs Creel
MESSAGE:
Dear Gordon:
A few minor items on this review as well:
No. of Pages: 1
From: Linda Lewis
''Water Quality Section. - Stormwater
FAX # [phone]
Phone # [phone]
I. Please provide your calculation of the pennanent pool. volume.
2, Please provide building dimensions or label the footprint square footages on the
plans. (I missed this on the BLQ-Courthouse Bay review. Please add this

OF \VA rL-�
>
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SKEET
Date: August 6, 2002
To: Gordon McAdams, P.E.
Company: Parker and Associates
FAX #: [phone]
DWQ Stormwater Project Number: SW8 020612
Project Name: BEQ Frenchs Creek
MESSAGE:
Dear Gordon:
A few minor items on this review as well:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
1. Please provide your calculation of the permanent pool volume.
2. Please provide building dimensions or label the footprint square footages on the
plans. (I missed this on the BEQ-Courthouse Bay review. Please add this
requirement to the additional information letter for that project.)
3. Provide the permanent pool dimensions and radii.
S:\WQS\STORMWAT\ADDINFO\2002\020612.AUG
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

11
E#0CAug 06 02 03:03p
Parker a Associates, Inc. [phone] p.1
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax. [phone]
To: �Z-o �
G(%� s
--s
Company:
Fax # :
Date 1�6 6
FROM; CD 6 rc-X 6) in
RE:
1 _i /Yt'S f 0
FAX # [phone]
y (0rrQ1A
Number of Pages (in cl_ ui na this sheet):
Original to Follow by Mail: Yea_
t Re No_ c
Confirmation of Receipt quested: Yes No X
The information contained in this facsimile is Privileged and confidential, intended
only for the use of the addressee. If the reader is not the intended recipient, you
are hereby notified eive
that any use is strictly prohibited If you have recd this
telecopy in error, please immediately notify the mender by telephone and original telecopy to the sender at the above address. Thank you return the
C1:WP\DOC\FAXCOVER
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS ♦ COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

a
PARKER �
& ASSOCIATES, INC. aping Hori2oh
Consulting Engineers - Land Surveyors - Land Planners g
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976 r::';::=`.:
[phone] + Fax: [phone]
Linda Lewis
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington NC 28405-3845
Dear Ms. Lewis:
��0"
June 5, 2002
0 ��ken
r�=7
r ,•.. ` < � r
Re: Bachelor Enlisted Quarters
French Creek
Camp Lei eune, North Carolina
Enclosed for your review and approval is the Stormwater Permit Application submittal
for the referenced project. The following items are attached:
1. One original and one copy of the Stormwater Management Permit Application and
Wet Detention Basin Supplement.
2. Two copies of Stormwater Detention Pond Calculations.
3. Two copies of Stormwater Narrative and Vicinity Maps.
4. Two copies of Plan Sheets C-101, C-102, C-103, C-301, C-701, C-702, C-705, &
C-706.
5. Caddell Construction Company, Inc. Environmental Protection Plan.
6. Two copies of Site Plan with drainage areas highlighted.
7. One check in the amount of $420.00 for the application fee.
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS + COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

Ms. Linda Lewis
June 5, 2002
Page 2
If you have any questions or need any additional information, please give me a call.
Sincerely,
PARKER & ASSOCIATES, INC.
Gordon R. McAdams, P.E.
xc: LTJG Michael W. Meno, w/enclosures
Robert Sanford, P.E., w/enclosures
Mr. James E. Wall, w/enclosures
CF (P)
GRM/gsk
c2:\grm\frenchcrk.1ewis

STORMWATER NARRATIVE
BACHELOR ENLISTED QUARTERS
FRENCH CREEK
CAMP LEJEUNE, NORTH CAROLINA
The French Creek project consists of two 2� thrcc story Bachelor -Enlisted Quarters and
associated parking, drives, and sidewalks to be constructed on Gonzalez Boulevard on Camp
Lej eune in Onslow County.
Stormwater from the site will be collected and piped to a wet detention basin. The Basin will
contain a forebay for sediment control. Stormwater will release from the pond through a 2.5 inch
orifice attached to an aluminum riser -barrel assembly. Discharge will be to natural ground at the
Northwestern side of the pond.
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RECEIVED
JUN 0 7 2002
DW
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CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
(THIS FILE VERSION FOLLOWS THE SPECIFICATIONS REQUIREMENTS IN THE SAME PRECEDENCE AS SET BY THE U.S. NAVAL
FACILITIES ENGINEERING COMMAND, ATLANTIC DIVISION]
STORM WATER POLLUTION PREVENTION AND
ENVIRONMENTAL PROTECTION PROGRAM
BACHELOR ENLISTED QUARTERS COURTHOUSE
BAY AND FRENCH CREED
MARINE CORPS BASE,
CAMP LEJEUNE, NORTH CAROLINA
CONTRACT NUMBER: N62470-00-C-0160
RECEIVED
JUN 0 7 2002
DWQ
PROD # 15WV 0222 (Z

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Index Page
TAB A
.DESCRIPTION OF THE ENVIRONMENTAL PROTECTION PLAN
3
General Overview'and Purpose
3
General Site Information
3
Letter of Appointment
4
TAB B
PROTECTION OF NATURAL RESOURCES
5
Land Resources
5
Tree Protection
5
Replacement of Damaged Landscape Features
5
Temporary Construction
6
Stream Crossings
6
Fish and Wildlife Resources
6
Wetland Area Preservation
6
TAB C
PROTECTION OF HISTORICAL AND ARCHAEOLOGICAL RESOURCES
7
Objectives
7
Methods
7
TAB D
STORM WATER MANAGEMENT AND CONTROL
8
Ground Cover
8
Erodible Soils
TAB J
Temporary Measures
9-10
SWPPP Measures and Notice of Intent.
11-12
TAB E
PREVENTION OF RELEASES TO THE ENVIRONMENT
13
Procedures to Prevent Releases to the Environment
13
Notifications in the Event of a Release to the Environment
14
TAB F
PROTECTION OF THE ENVIRONMENT FROM WASTE DERIVED FROM
15
CONTRACTOR OPERATIONS
Control and Disposal of Solid and Sanitary Waste
15
Control and Disposal of Hazardous Waste
16-18
TAB G
Table 1: Product Specific Practices
19
Contractor's Certification
20
TAB H
INSPECTION AND MAINTENANCE REPORTS
21
7 Days or w/I 24 Hours of Rainfall of 0.5 Inches or More
21
Structural Controls and Temporary Diversion Swale Report
22
Structural Controls and Temporary Diversion Berm Report
23
Structural Controls Filter Fabric Fence Report
24
Structural Controls Reinforced Filter Fabric Fence Report
25
Structural Controls Inlet Protection Barriers Report
26
Other Controls Stabilized Construction EntrancelStaging Area Report
27
Structural Controls Excavated Earth Outlet Sediment Traps Report
28
Other Controls Rock Check Dam Report
29
Other Controls Sand Bag Dam Report
30
Other Controls Rip Rap Report
31
Changes Required to the SWPPP
32
TAB 1 ENDANGERED SPECIES OF ONSLOW COUNTY, NORTH CAROLINA 33- 46
TAB J SOIL BORING INFORMATION

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
DESCRIPTION OF THE ENVIRONMENTAL PROTECTION PLAN
General Overview and Purpose '
To provide and maintain, during the life of the contract, environmental protection as
defined. Plan for and provide environmental protective measures to control pollution that
develops during normal construction practice. Plan for and provide environmental
protective measures required to correct conditions that develop during the construction of
permanent or temporary environmental features associated with the project. Comply with
Federal, State, and local regulations pertaining to the environment, including water, air,
solid waste, hazardous waste and substances, oily substances, and noise pollution.
General Site Information
The work on this project includes the design and construction of two three story,
exterior corridor, Bachelor Enlisted Quarters (BEQ) located at Courthouse Bay and
French Creek. The project shall include: cable TV and telephone communications
cabling, recreation and service areas, laundry, fire protection system, antiterrorism/force
protection building requirements, heating and air-conditioning, utilities, exterior walkways,
and incidental related work. Exterior support facilities include paved parking, security
lighting, storm water management system, and Greenway Trail.
Variations:
• Courthouse Bay BEQ
Include an exterior equipment wash down area, gear rinse facility,
and gear drying/storage area.
• French Creek BEQ
Include prefinished metal standing seam roof system; access roads
for exterior support.
PROJECT NAME AND LOCATION:
OWNER NAME AND ADDRESS:
CONTRACTOR NAME AND ADDRESS:
Bachelor Enlisted Quarters Courthouse
Bay and
Bachelor Enlisted Quarters French Creek
Marine Corps Base
Camp Lejeune, North Carolina
Latitude — 77.36647 W
Longitude — 34.69580 N
Atlantic Division
Naval Facilities Engineering Command
1005 Michael Road
Camp Lejeune, NC 28547-2521
Caddell Construction Co., Inc.
2700 Lagoon Park Drive
Montgomery, AL.36109

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Letter of Appointment
Storrn.Water pollution Prevention: and
Environmental Protection Program.
Caddell Construction Co., Inc. appoints to
the position of Environmental Manager for the project site of Bachelor Enlisted Quarters
Courthouse Bay and Bachelor Enlisted Quarters French Creek at Marine Corps Base
Camp Lejeune, North Carolina. The Environmental Manager shall be directly responsible
for coordinating contractor compliance with Federal, State, local, and station
requirements. The Environmental Manager shall implement the Environmental Protection
Plan; ensure that all environmental permits are obtained, maintained, and closed out;
ensure compliance with Storm Water Program Management requirements and has
authority to direct the removal and replacement of non -conforming work.
The Environmental Manager has been trained to adequately accomplish the following
duties: ensure waste segregation and storage compatibility requirements are met; inspect
and manage Satellite Accumulation areas; ensure only authorized personnel add wastes
to containers; ensure all Contractor personnel are trained in 40 CFR requirements in
accordance with their position requirements; coordinate removal of waste containers; and
maintain the Environmental Records binder and required documentation, including
environmental permits compliance and close-out.
I certify under penalty of law that this document and all attachments were prepared
under my direction or supervision in accordance witha system designed to assure that
qualified personnel properly gathered and evaluated the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fine and
imprisonment for knowing violations.
Signed: Date:
J. Kirby Caddell
President and Chief Operating Officer
Caddell Construction Co., Inc.
Signed:
Environmental Manager
Caddell Construction Co., Inc.
Date:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
PROTECTION OF NATURAL RESOURCES
Caddell will preserve, in an.:existing condition, the natural resources within the project
boundaries, and outside the limits of permanent work performed .under this contract. We
will restore damaged natural resources to equivalent or improved condition upon
completion of the work. Construction activities will be confined to areas defined by the
drawings and specifications. Management will insure conformity to the national permitting
requirements of the Clean Water Act as well as provide temporary soil stabilization
measures and protection against erosion during construction. Surface water runoff will be
controlled to prevent erosion and sedimentation both within the job site boundaries and
down stream from the construction site.
Land Resources
Except in areas to be cleared, Caddell will not remove, cut, deface, injure, or destroy
trees or shrubs outside the construction area without permission from the Contracting
Officer. We will not fasten or attach ropes, cables or guides to any existing nearby trees
for anchor use unless specifically authorized by the Contracting Officer. Where such use
of attached ropes, cables, or guys is authorized, Caddell will be responsible for any
resultant damage.
Tree Protection
Caddell will protect existing trees that are to remain and which may be injured,
bruised, defaced or otherwise damaged by construction operations by a construction
barricade around the tree. Caddell will displace rocks form uncleared areas. With
approved excavation, we will remove trees with thieiy percent or more of their roots
systems destroyed.
Replacement of Damaged Landscape Features
Prior to start of clearing and grubbing operations a site survey will be conducted
between the Resident Engineer or authorized representative and Caddell in order to
prevent landscape defacement in and outside the clearing limits as indicated on the
plans. With the Contracting Officer's approval beforehand, Caddell will remove trees and
other landscape features scarred or damage by equipment operations, and replace with
equivalent, undamaged trees and landscape features.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Temporary Construction
The location on the Owner's properly► of Caddell's storage and other construction .
buildings required temporarily for the performance of the work, shall be upon cleared
portioe.s of the job -site,or areas to be cleared, and shall require written approval'of the .
Contracting Officer or authorized representative. The preservation of the landscape shall
be an imperative consideration in the selection of all sites and in the construction of
buildings. If Caddell proposes to construct temporary roads or embankments and
excavations for plant and/or work areas not to receive final grading and/or landscaping
under this contract, we will submit a layout of all temporary roads, excavations, and
embankments to be constructed within the work area and plans and cross sections of
proposed embankments and their foundations, including a description of proposed
materials for approval prior to a scheduled start of such work. All temporary buildings and
signs will be removed from the construction site when they are no longer needed. All
haul roads, access roads, work areas, etc. will be restored to their original condition.
Stream Crossings
General grading and drainage will direct runoff away from excavations, stockpiles, and
spoil areas. Areas will be protected from erosion as required. Natural water flows other
than surface runoff and drainage, will not be altered by Caddell. Wash and wastewater
will be processed as necessary prior to disposal. Working discharge water from well
points will be performed in such a manner so as to maintain the quality.of surface and
ground waters immediately downstream from the construction site. Discharges of water
from dewatering will be in channels, which will not overflow or erode. Channels will be
maintained and repaired as needed.
Fish and Wildlife Resources
Caddell will avoid interference or disturbance to fish and wildlife. We will not alter
water flows or otherwise significantly disturb a native habitat adjacent to the project and
critical to the survival of fish and wildlife, except as indicated or specified. For a list and
details regarding the Endangered Species of Onslow County, refer to TAB I.
Wetland Area Preservation
Wetlands shall not be disturbed beyond the limits of construction.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
PROTECTION OF HISTORICAL AND ARCHAEOLOGICAL RESOURCES
Objectives
Caddell will carefully protect in -place and report immediately to the Contracting Officer
historical and archaeological items or human skeletal remains discovered in the course of
work.
Methods
Upon discovery, Caddell will immediately notify the Contracting Officer. Work in the
area will stop immediately until directed by the Contracting Officer to resume work.
Caddell acknowledges that the Government retains ownership and control over historical
and archaeological resources.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
STORM WATER MANAGEMENT AND CONTROL
Ground Cover
All pollution prevention measures will be inspected by the Contractor's quality control
organization at least once every seven days and within twenty-four hours following any
storm event 12mm (0.47 inches) or more, and submit an "Erosion and Sediment Control
Inspection Report" to the Contracting Officer. The Contracting Officer at the pre -
construction conference will provide for this form. The various control measures along
with any revisions or modifications to the plan will regularly be maintained in proper
working order as designed and such that contaminants and pollutants do not enter the
storm water runoff leaving the site. The inspector shall thoroughly understand the
requirements of the detailed Storm Water Pollution Prevention Plan (SWPPP) developed
by the contractor and have a basic knowledge of engineering aspects on controlling storm
water and reducing run off pollution.
1. Erosion and Sediment Controls to be used on this project.
A. Stabilization Practices
• Stabilized Construction Access Points.
• Mulch, Netting, Matting, Fabric, Seeding or Sod
• Landscaping completed on disturbed areas that'are not paved,
upon termination of construction.
B. Structural Practices
• Staked Silt Fence, Sandbag Dams, and Rock Check Dams may
be utilized for structural control.
2. To maintain the above practices, the following will be done:
A. Maintenance and repair will be conducted after an inspection report.
B. Sediment will be removed from behind the reinforced filter fabric barriers
or other sediment control devices when needed.
C. Sediment will be removed from the sediment trap periodically.
D. Temporary controls will be removed after the disturbed areas have been
stabilized.
Water runoff, surface water, and subsurface water will be controlled so that it does not
affect the work, the site, or the adjoining properties. Control fill, grading, and ditching
shall direct water away from excavations, pits, and tunnels and direct it toward the proper
runoff course. Drainage water will be properly disposed of so that it does not cause
flooding or erosion. The sediments collected will be disposed of off site.
Erodible Soils
See attached Soil Boring information (TAB J).

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Temnorary Measures
Mechanical Retardation and Control of Runoff
The contractor or subcontractor responsible for each major activity will
implement controls and measures at the site. During the construction process
the following controls and measures will be installed prior to and maintained
during each activity implemented according to standard practices, the
construction plans, and the specifications. Locations of these controls will be
determined on site prior to starting an activity and maintained during the activity
until completion:
Erosion and Sediment Control Structural Practices
• Filter Fabric Fences
• Sandbags
• Stabilized Construction Exits
• Berms, Dikes, and Drains
• Coconut Fiber Lined Ditch
• Geotextile Fabric
• Rock Riprap
Vegetation and Mulch
Stabilization Practices
• Areas of the site that will not be redisturbed for 21 days or more must
be stabilized by the 14th day after last disturbance.
• Stabilized construction exits will be provided.
Geotextile fabric will be utilized when needed to prevent soil erosion.
• Existing vegetation will be allowed to remain undisturbed as long as
possible.
Remaining disturbed areas, which require seeding, will be seeded.
• Permanent grass cover will be provided to disturbed soil areas once
construction is completed not later than 15 working days or 90
calendar days which ever is shorter.
• Stabilization of trees
• There is approximately 15 acres that must have stabilized vegetation.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Temporary grading shall be inspected for erosion and soil loss from the site.
Temporary.mulch and permanent. planting will be inspected for bare. spots and washouts
on permanent. planting, and healthy growth. Discharge points shall.. be inspected'fo:r Signs
of erosion or sediment associated With the discharge. Locations where vehicles enter
and Leave the site shall be checked for signs of off -site sediment tracking. Best
Management Practices and pollution control maintenance procedures shall be inspected
for adequacy. Any deficiencies shall be noted in the inspection report and correction
implemented within seven calendar days. The revisions shall be reviewed with the
Owner. After final stabilization has been achieved, the Contractor shall inspect the site
once a month until final inspection and project acceptance.
1. A qualified person or persons will be designated to perform the following
inspections:
• Disturbed areas and areas used for the storage of materials that are
exposed to precipitation will be inspected for evidence of, or the potential
for, pollutants entering the drainage system.
Erosion and sediment control measures identified in the plan will be
observed to ensure that they are operating correctly.
• Where discharge locations or points are accessible, they will be
inspected to ascertain whether erosion control measures are effective in
preventing significant impacts to receiving waters.
Locations where vehicles enter or exit the site will be inspected'for
evidence of off site sediment tracking.
® Remove eroded and settled products when silt reaches a depth one-
third the height of the control or 6 inches, whichever is less. The
inspection will be conducted by the responsible person at least once
every 7 calendar days and within 24 hours after a rainfall of 0.5 inch or
greater. Damaged of deficient control measures are to be corrected as
soon as practicable (in most cases commence within 24 hours) but no
later than 7 days after the inspection.
2. Based on the results of the inspection, the site description and control
measures of this plan may need to be reevaluated and revised as appropriate,
but in no case later than 7 calendar days 'following the inspection.
3. A report summarizing the scope of the inspection, name(s) of personnel making
the inspection, the date(s) of the inspection, major observations relating to the
implementation of the Environmental Protection Program, and actions taken in
accordance with Federal and State Regulations will be made and retained as
part of the Storm Water Pollution Prevention Plan for at least three years from
the date the site is finally stabilized. Copies of the forms to be used for the
Inspection and Maintenance report are included in the following pages as a part
of this pollution prevention plan

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
SWPPP Measures and Notice of Intent (40 CFR 122.26, EPA 832-R-92-005)
The Storm Water Pollution Prevention Plan (SWPPP) for this project shall meet the
requirements of the State of North Carolina general permit for storm water discharges
from construction sites. Submit permits for erosion and sediment control; stormwater
management system, and Pollution Discharges Elimination System Storm Waterr as
specified in section, "DESIGN/BUILD CRITERIA (BACHELOR QUARTERS)."
Potential Sources of Pollution
Potential sources of pollution which may be reasonably expected to
affect the quality of storm water discharge from the site. The following
substances listed below are expected to be present on site during
construction and will be properly labeled:
1. Steel Reinforcing Bars 2. Concrete
3. Cleaning solvents 4. Detergents
5. Asphalt 6. Paints
7. Fuels 8. Fertilizers
9. Wood 10. Lubricants
11. Asphalt 12. Tar
13. Sealant
Implementation
Good Housekeeping practices that will be used to reduce the pollutants
in storm water discharge associated with industrial activity at the
construction site.
• An effort will be made to store only enough products required to do the
job.
• All materials stored on site will be stored in a neat, orderly manner in
their appropriate container.
• Whenever possible, products will be kept in their original containers with
the original manufacturer's label.
• Substances will not be mixed with one another unless recommended by
the manufacturer.
• Whenever possible, all of a product will be used up before disposing of
the container.
• Manufacturer's recommendations for proper use and disposal will be
followed in so far as the methods are in accordance with state and local
laws.
• The site superintendent or his representative will inspect daily to ensure
proper use of materials on site.
• Offsite Vehicle Tracking::
Stabilized construction exits will be provided at each location where
trucks and vehicles are leaving the project site. The pavement at a
construction exit will be cleaned as needed to remove any excess mud,
dirt or rock tracked from the site. Dump trucks hauling material from the
construction site will be checked for large amounts of soil accumulation
on the wheel and chassis. There will be a Vehicle/Equipment washing
area adjacent to the construction exit to prevent mud and dirt run off.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Compliance
All.activities conducted under this contract, including hazardous material
storage, will be ,performed in accordance with federal, state and Focal regulations,
The -specifications require compliance with all applicable regulations The
following laws and regulations apply to this project:
• North Carolina Administrative Code, Title 15A, Department of
Environmental, Health and Natural Resources, Chapter 4 (As Amended 07-
01-00)
• The Sedimentation Control Rules (Title 15A, Chapter 4) Have Been
Amended as Follows:
■ (15A NCAC 413.0126(e)) The Erosion and Sedimentation Control Plan
Review Fee Will Increase to $40 for Each Acre or Part of Any Acre of
Disturbed Land.
S (15A NCAC 413.0106(b)) When Deemed Necessary by the Approved
Authority a Preconstruction Conference May be Required.
■ (15A NCAC 413.0107(b)) The Time for Establishment of a Permanent
Ground Cover Will Shorten to 15 Working Days or 90 Calendar Days,
Which Ever is Shorter.
■ (15A NCAC 46.0127(c)) No person May Initiate a Land Disturbing
Activity Before Notifying the Agency that Issued the Plan Approval. of
the Date that the Land -Disturbing Activity Will Begin. .
• Sedimentation Pollution Control Act of 1973 (As Amended through 1993)
• Camp Lejeune Regulation 200-2 (Disposal of Chemical Waste)
• Archaeological Resources Protection Act of 1979
• Federal Endangered Species Act of 1973 (Amended in 1982)
• Clean Water Act (Amended 33U.S.C. 1251 et. Seq; The Act)
• Federal insecticide, Fungicide, and Rodenticide Act
Management Practices
APPLICABLE MANAGEMENT PRACTICES FROM EPA 832-R-92-005.
"Notice Of Intent" And Notice Of Termination.
PROVIDE COMPLETED COPY OF NOTICE OF INTENT"AND "NOTICE OF
TERMINATION" EXCEPT FOR EFFECTIVE DATE

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
PREVENTION OF RELEASES TO THE ENVIRONMENT
Procedures to .Prevent Releases to the Environment
In addition to the Good housekeeping and material management practices discussed
in the previous sections of this plan, the following practices will be followed:
• Manufacturers' recommended methods for spill cleanups will be clearly posted
on site. Personnel will be made aware of the procedures and the location of
the information and cleanup supplies.
• Materials and equipment necessary for spill cleanups will be kept in the
material storage area on site. Equipment and materials will include but not
limited to brooms, dustpans, mops, rags, gloves, goggles, cat litter, sand,
sawdust and plastic and metal trash containers specifically for this purpose.
• Spills will be cleaned up immediately after discovery.
• Spills will be kept well ventilated and personnel will wear appropriate protective
clothing to prevent injury from contact with a hazardous substance.
• Spills of toxic or hazardous material will be reported to the appropriate State or
local government agency, regardless of the size.
• The Storm Water Pollution Prevention Plan will be adjusted to include
measures to prevent spill from reoccurring and how to clean up the spill if there
is another one. A description of the spill, what caused it, and the cleanup
measures will also be included. Subcontractors bringing more than 20 gallons
or 150 lbs. of a spillage substance must also designate a cleanup coordinator.
The primary cleanup coordinator is ; he will be
responsible for the day-to-day site operations. He will designate other site personnel who
will receive spill prevention and cleanup training. These individuals will each become
responsible for a particular phase of prevention and cleanup. The names of responsible
spill personnel will be posted in the material storage areas and in the office trailer on site.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Notifications in the Event of a Release to the Environment
Construction activities may handle certain hazardous substances over the .course of
the project. Spills of these substances in amounts that equal or exceed Reportable
Quantity (RQ) levels (10 gallons or more). are a possibility. -EPA has issued regulations -to
define reportable, quantity levels for oil and other hazardous substances. The regulations
are found in 40 CFR Part 110, 40 CFR Part 117, or 40 CFR Part 302. A Material Safety
Data Sheet (MSDS) will be maintained on site for any hazardous material used or stored
on the site,
• Report releases of reportable quantities of oil or hazardous materials to
National Response Center immediately at 800-424-8802. Notify permitting
authority in writing within 14 days.
• Camp Lejeune requires that EMERGENCY situations contact 911 immediately,
they will contact the Fire Department.
• Any release or spill to the environment will be immediately reported to the
Contracting Officer and either the Fire Department at [phone] or to the
Hazardous Waste Control [phone].
• Questions regarding Environmental Compliance with regard to Camp Lejeune
should be directed to Glenee Smith [phone].
• Within 14 calendar days of any spill, submit a written description of the release
to the EPA -Region IV providing the date and circumstances of the release and
the steps to be taken to prevent another release. The address is as follows:
U.S. Environmental Protection Agency - Region IV
Atlanta Federal Center
61 Forsyth Street, SW
Atlanta, GA 30303-3104

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
PROTECTION OF THE ENVIRONMENT FROM WASTE DERIVED FROM
.CONTRACTOR OPERATIONS
Marine Corps Base Camp Lejeune is designated as a Large Quantity Generator. All
work conducted within the boundaries of this project must meet regulatory requirements
of the generator designation. Management will comply with all provisions of Federal,
State and local regulatory requirements applicable to this generator status regarding
training and storage, handling, and disposal of all construction derived wastes. Each
Hazardous Material will receive approval prior to bringing it onto the job site or prior to
any other use in connection with this contract. A minimum of 10 working days for
processing of the request, for use of a Hazardous Material, is required. Any work or
storage involving hazardous chemicals or materials must be done in a manner that will
not expose government employees to any unsafe or unhealthful conditions. Adequate
protective measures must be taken to prevent government employees from being
exposed to any hazardous condition that could result from the work or storage. Approval
by the Contracting Officer of protective measures and storage area is required prior to the
start of work.
Control and Disposal of Solid and Sanitary Waste.
Management will submit one copy of a State permit or license showing approval of the
disposal plan before transporting wastes off Government property. .
Solid Waste
We will pick up solid wastes, and place in covered containers that will be
regularly emptied. Caddell will not prepare or cook food on the project site. We
will prevent the contamination of the site or other areas when handling and
disposing of wastes. At project completion, we will leave areas clean. Recycling
will be encouraged and. can be coordinated with the Contracting Officer and the
activity recycling coordinator. An approved off -site landfill will be used to remove
all solid waste from Government property. Off -site solid waste disposal will comply
with the most stringent local, State, Federal requirements including Title 40 Code
of Federal Regulations Sections 241, 243, and 258. The Contractor according to.
EPA standard practices or according to Manufacturers recommendations will
dispose of all fertilizer, hydrocarbons or other chemical containers. No
construction waste will be buried on site. Water runoff will be prevented from
flowing into and out of waste collection areas.
Sanitary Waste
A licensed sanitary waste management contractor will regularly collect sanitary
waste from the portable units. All collection practices will be in accordance with
local regulations. After construction is complete, temporary sanitary facilities will
be removed from the site.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Control and Disposal of Hazardous Waste
This section consists of the management procedures for all hazardous waste to he
generated. The elements of these procedures shall coincide with the Activity Hazardous .
Waste Management Plan, provided by the .Contracting Officer.. -Management wilt submit a
copy of the applicable EPA and State permits, manifest, or licenses for transportation,
treatment, storage, and disposal of hazardous and regulated waste by permitted facilities.
As a minimum, the following are included:
Waste Determination
Management will complete a Waste Determination form, provided at the pre -
construction conference, for all contractor derived wastes to be generated. The
waste determination will be based upon either a constituent listing from the
manufacturer used in conjunction with consideration of process by which wastes
are generated, EPA approved analytical data, or laboratory analysis. Material
Safety Data Sheets (MSDS) by themselves are not adequate. All support
documentation will be attached to the Waste Determination form. As as minimum,
a Waste Determination form must be provided for the following wastes:
• Adhesives
• Aerosols
• Latex Based Paint & Caulking Products
• Oil
• Petroleum Products
• Solvents
• All containers of the original materials
Sampling / Analysis Plan
Caddell will identify all construction activities which will generate hazardous
waste/debris. We will provide a documented waste determination for all resultant
waste streams. Caddell will provide to the Contracting Office a copy of waste
determination documentation for any solid waste streams that have any potential
to be hazardous waste or contain any chemical constituents listed in 40 CFR
372.D.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Hazardous Waste Accumulation and Storage
Products will he kept in. original containers unless they are not resealable. If the
work requires the temporary storage/collection of regulated or- hazardous wastes,
Caddell will request the establishment of a Regulated Waste Storage Area, a
Satellite Accumulation Area, or a 90-day Storage Area at the point of generation.
We will submit a request in writing to the Contracting Officer providing the following
information:
Contract Number: Contractor:
Haz/Waste or Phone Number:
Regulated Waste POC:
Type of Waste:
Emergencv POC:
Location of the Site:
Source of Waste:
Phone Number:
[Attach a Waste Determination Form and Site Flan.. Allow ten working days
for processing this request.] .
Storage, Labeling. Transportation. and Disposal of Waste
Original labels and material safety data will be retained. All containers will have
the diamond label affixed per NFPA Publication 704. Hazardous waste/debris
shall be identified, labeled, handled, stored, and disposed of in accordance with all
Federal, State, and local regulations including Title 40 Code of Federal
Regulations Sections 261 to 266, and 268. Hazardous waste shall also be
managed in accordance with the approved Hazardous Waste Management
Section of the Environmental Protection Plan. Hazardous waste will be stored in
approved containers in accordance with 49 Code of Federal Regulations Section
173 and 178. Hazardous waste generated within the confines of Government
facilities will be identified as being generated by the Government. Prior to the
removal of any hazardous waste from Government property, activity personnel
from the Station Environmental Office must sign all hazardous waste manifests.
No hazardous waste shall be brought onto Government property.
Land Disposal Restrictions (40 CFR 268)
If a surplus product must be disposed of, manufacturer's or local and state
recommended methods for proper disposal will be followed. The Product Specific
Practices and the Spill prevention Practices to be followed are listed in Table 1.
Hazardous debris must be treated prior to land disposal unless EPA determines
under 261.3(f)(2) of the 40 CFR chapter that the debris is no longer contaminated
with hazardous waste or the debris is treated to the waste -specific treatment
standard.
Recyclable Hazardous Materials
Management Procedures For ... (Such As Lead -Acid Batteries, Used Oil, And The
Like)

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
Used Oil
Procedures in accordance with 40. CFR 279 states that used oil is to be
recycled unless a used oil handler:disposes of used oil, or sends used oil'for
disposal. Mixtures of used oil and hazardous waste are subject to regulation as
hazardous waste rather than as used oil. Used oil containing more than 1,000
ppm total halogens is presumed to be a hazardous waste. Used oils that are
identified as a hazardous waste and cannot be recycled must be managed in
accordance with the hazardous waste management requirements of parts 260
through 266, 268, 270 and 124 of the 40 CFR. The use of used oil as a dust
suppressant is prohibited.
Pollution Prevention / Hazardous Waste Minimization
Caddell will actively pursue minimizing the use of hazardous materials and the
generation of hazardous waste on -base. The remainder of this section needs to
reflect actual procedures that should come from the Environmental Office (G/enee
Smith 910-451-9641). if they cannot help the Contracting Officer should be
consulted.
Disposal of Hazardous Waste By Permitted Facilities
Plans For. The...
Employee -Training Records
Management will prepare and maintain employee training records throughout
the term of the contract meeting applicable Title 40 Code of Federal Regulation
requirements. Management will ensure that every employee completes a program
of classroom instruction or on-the-job training that teaches them to perform their
duties in a way that ensures compliance with Federal, State and local regulatory
requirements for RCRA Large Quantity Generator. Management WhPjifovde a
Position Description for each employee, by subcontractor, based on the'Dvis
Bacon Wage Rate designation or other equivalent method; evak-Ong the
employee's association with hazardous and regulated wastes. Thi; P . ition
Description shall include training requirements as defined in Title .A0 ' of
Federal Regulations 265 for a Large Quantity Generator facility. Man meat will
submit these training records to the Contracting Officer at the conclusi6h of the
project, unless otherwise directed.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
TABLE 1
Product Specific Practices
The. following product specific practices will be followed onsite:
Chemical Waste:
All chemical waste shall be disposed of in accordance with Camp Lejeune's Waste
Analysis Plan. Sampling of suspected hazardous waste is required to determine the
hazardous waste characterization of the material. The contractor will notify the
contracting officer 1 day before the samples are taken.
Petroleum Products:
All onsite vehicles will be monitored for leaks and receive regular preventive
maintenance to reduce the chance of leakage. Petroleum products will be stored in
clearly labeled containers recommended by the manufacturer of the material. Any
asphalt substances used onsite will be applied according to the manufacturer's
recommendations.
Fertilizers:
Fertilizers used will be applied only in the minimum amounts recommended by the
.manufacturer. Once applied, fertilizer will be worked in the soil to limit exposure to storm
water. A covered shed will be used for storage. The contents of any partially used bags
of fertilizer will be transferred to a container recommended by the manufacturer of the
material to avoid spills.
Paints:
Containers will be tightly sealed and stored when not required for use. Excess paint
will not be discharged to the storm sewer system but will be properly disposed of
according to manufacturers' instructions or State and local regulations and the Base
Waste Analysis Plan.
Concrete Trucks:
Concrete trucks will be allowed to was_ h out or discharge surplus concrete or drum wash
on the site in a designated controlled area. Upon job completion, soil contaminated by
concrete wash water will be removed from the site and taken to an approved disposal
area.
Recycling:
The Contractor will make every effort to recycle metal and paper waste material through
the Defense Reutilization and Marketing Office, Camp Lejeune.
Pesticides:
The Contractor shall apply all pesticides in accordance with the requirements of the
Federal Insecticide, Fungicide, and Rodenticide Act, using pesticide approved by the EPA
and following the instructions on the manufacturer's label.

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
CONTRACTOR'S CERTIFICATION
certify under penalty of law that a understand the terms and conditions of the general
National Pollutant Discharge Elimination System (NPDES) permit that authorizes the
storm water discharges associated with industrial activity from the construction site
identified as part of this certification.
Signature
For Responsible For
GENERAL CONTRACTOR:
Caddell Construction Co., Inc. General Contractor
J. Kirby Caddell
P.O.. Box 210009
President and Chief
Montgomery, AL 36121-0099
Operating Officer
Phone: [phone]
Date:
SUBCONTRACTOR:
(Typed Name)
(Title)
Date:
SUBCONTRACTOR:
(Typed Name)
(Title)
Date:
SUBCONTRACTOR:
(Typed Name)
(Title)
Date:
SUBCONTRACTOR:
(Typed Name)
(Title)
Date:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
TO BE COMPLETED EVERY 7 :DAYS OR WITHIN
24 HOURS OF.RAINFALL OF 0.5 INCHES OR, MORE
INSPECTOR: DATE:
DAYS SINCE LAST RAINFALL:
AMOUNT OF LAST RAINFALL:
INCHES:
STABILIZATION MEASURES
AREA Date Since Date of Next Stabilized Stabilized Condition
Last Disturbance (Yes/No) With
Disturbance
STABILIZATION REQUIRED:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM.
ENVIRONMENTAL PROTECTION PROGRAM.
INSPECTION AND MAINTENANCE REPORT
STRUCTURAL CONTROLS
TEMPORARY DIVER SON SWALE
INSPECTOR: DATE:
FROM TO
(AREA) (AREA)
Is Swale
Stabilized?
Evidence of Washout
or Over -Topping
MAINTENANCE REQUIRED FOR TEMPORARY DIVERSON SWALE:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
STRUCTURAL CONTROLS
TEMPORARY DIVERSON BERM
INSPECTOR: DATE:
FROM TO Is Swale Evidence of Washout
(AREA) (AREA) Stabilized? or Over -Topping
MAINTENANCE REQUIRED FOR TEMPORARY DIVERSON BERM:
To Be Performed By: On or Eefore:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
STRUCTURAL CONTROLS
FILTER FABRIC FENCE:
INSPECTOR: DATE:
LOCATION
Is Bottom of Is Fabric Torn Are Posts How Deep is the
Fabric or Sagging? Tipping Over? Sediment?
Buried?
MAINTENANCE REQUIRED FOR FILTER FABRIC FENCE:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND (MAINTENANCE REPORT
STRUCTURAL CONTROLS
REINFORCED FILTER FABRIC FENCE:
INSPECTOR: DATE:
LOCATION Is Bottom of Is Fabric Torn Are Posts How Deep is
Fabric or Sagging? Tipping Over? the
Buried?
Sediment?
MAINTENANCE REQUIRED FOR REINFORCED FILTER FABRIC FENCE:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
STRUCTURAL CONTROLS
INLET PROTECTION BARRIERS
INSPECTOR: DATE:
LOCATION In Place/
Condition
Depth of Condition of Inlet
Sediment
MAINTENANCE REQUIRED FOR INLET PROTECTION BARRIERS:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
OTHER CONTROLS
STABILIZED CONSTRUCTION ENTRANCE/STAGING AREA
INSPECTOR: DATE:
LOCATION Entry Surface Clean or Does All Traffic Use
Sediment Filled Entrance?
MAINTENANCE REQUIRED FOR
STABILIZED CONSTRUCTION ENTRANCEISTAGING AREA:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
STRUCTURAL CONTROLS
EXCAVATED EARTH NUTLET SEDIMENT TRAPS
INSPECTOR: DATE:
LOCATION How Deep is the Condition of Trap Condition of Outfall
Sediment? Side Slopes from Trap
MAINTENANCE REQUIRED FOR SEDIMENT TRAP:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
OTHER CONTROLS
ROCK CHECK DAM
INSPECTOR: DATE:
LOCATION How Deep is the Condition In Place
Sediment?
MAINTENANCE REQUIRED FOR ROCK CHECK DAM:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
OTHER QQ.NTROLS
SAND BAG DAM
INSPECTOR: DATE:
LOCATION How Deep is the Condition In Place
Sediment?
MAINTENANCE REQUIRED FOR SAND BAG DAM:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
OTHER -CONTROLS
RIP RAP
INSPECTOR: DATE:
LOCATION How Deep is the Condition In Place
Sediment?
MAINTENANCE REQUIRED FOR RIP RAP:
To Be Performed By: On or Before:

CADDELL CONSTRUCTION CO., INC.
ENVIRONMENTAL PROTECTION PROGRAM
ENVIRONMENTAL PROTECTION PROGRAM
INSPECTION AND MAINTENANCE REPORT
CHANGES REQUIRED TO THE STORM WATER POLLUTION PREVENTION PLAN
INSPECTOR'S SIGNATURE:
DATE: